Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
004-1035-70-200
St. Croix County Zoning Thursday, August 12, 2004 at 11:50:54 AM Detail Sanitary Information Page I of 2 Computer #: 004-1035-70-200 Sub/Plat: NA Section: 15 Parcel #: 15.28.15.239B Lot: I TN/RNG: T28N R15W Municipality: Cady Township CSM: Vol. 17 Pg. 4486 114 1/4: NE 1/4 SE 1/4 . ......... Owner: Rudd, Jeffrey 330 310th Street Wilson, WI 54027 State Permit: 430579 Issued: 12/03/2003 POWTS Dispersal: Mound less than 24" suitable s Permit: Transfer County Permit: 0 Installed: 12/1012003 POWTS Detail: Bed Bedrooms: 4 W1 Fund: POWTS Pretreatment: Unknown Notes Inspecto As Built Plumber Other Requirements Additional Notes Money Owed Pam Quinn NA Nelson, Roger Change of plumber and revision to relocate mound $0.00 Signed Off: No system. New card issued; revision reviewed and approved prior to mound installation. Mark Iverson (contr NA Nelson, Roger owner is considering relocating the mound again - $0.00 Signed Off: Yes permit paperwork in Kevin's office due to on-site Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 12/1012006 Notes Inspecto As Built Plumber Other Requirements Additional Notes Money Owed Pam Quinn NA Nelson, Roger Change of plumber and revision to relocate mound $0.00 Signed Off: No system. New card issued; revision reviewed and approved prior to mound installation. Mark Iverson (contr NA Nelson, Roger owner is considering relocating the mound again - $0.00 Signed Off: Yes permit paperwork in Kevin's office due to on-site Maintenance Scheduled Pum Date Pumped 1st Notification 2nd Notification 3rd Notification 12/10/2006 — — — — — -- — — — — — - — — — — — — — — — — — — — — — — — — --- - — — — — — — — — — — — — — — — — — — - St. Croix County Zoning Thursday, August 12, 2004 at 11:50:54 AM Detail Sanitary Information Page 2 of 2 Computer #: 004-1035-70-200 Sub/Plat: NA Section: 15 Parcel #: 15.28.15.239B Lot: 1 TNIRNG: T28N R15W Municipality: Cady Township CSM: Vol. 17 Pg. 4486 1/41/4: NE 1/4 SE 1/4 - - - ---- - ----- - ----- .......... Owner: Rudd, Jeffrey 330 310th Street Wilson, WI 54027 State Permit: 430579 Issued: 12/03/2003 POWTS Dispersal: Mound less than 24" suitable s Permit: Transfer County Permit: 0 Installed: 12/10/2003 POWTS Detail: Bed Bedrooms: 4 WI Fund: POWTS Pretreatment: Unknown Notes Inspecto As Built Plumber Other Requirements Additional Notes Money Owed Pam Quinn NA Nelson, Roger Change of plumber and revision to relocate mound $0.00 Signed Off: No system. New card issued; revision reviewed and approved prior to mound installation. Mark Iverson (contr NA Nelson, Roger owner is considering relocating the mound again - $0.00 Signed Off: Yes permit paperwork in Kevin's office due to on-site Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 12/10/2006 Notes Inspecto As Built Plumber Other Requirements Additional Notes Money Owed Pam Quinn NA Nelson, Roger Change of plumber and revision to relocate mound $0.00 Signed Off: No system. New card issued; revision reviewed and approved prior to mound installation. Mark Iverson (contr NA Nelson, Roger owner is considering relocating the mound again - $0.00 Signed Off: Yes permit paperwork in Kevin's office due to on-site Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 12/10/2006 - — — — — — — — — — -- — — — — — — — -- -- — — — — — — Owner: Rudd, Jeffrey 330 310th Street Wilson, WI 54027 State Permit: 429925 Issued: 04/28/2003 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: POWTS Detail: Mound Bedrooms: 4 W1 Fund: POWTS Pretreatment: Unknown Notes Inspecto As Built Plumber Other Requirements Additional Notes Money Owed Not determined NA Bowman, Jack change of plumber to Roger Nelson and revised to $0.00 Signed Off: No relocate mound system. -- -- — — — — — — — — — — — — — — — — — — — - Wisconsin Department of Commeroo PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 3d ..,,,.. GENERAL INFORMATION -- (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15. (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Rudd, Jeffrey Cady Township 6)6 —A93.$ — 7 0 'v�v CST BM Elev: rIns BM Elev: BM Description: Section own /Range /Map No: l ob , 0 /,,.; 15.28.15. Z3 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , t Benchmar� / 2 d aD v Dosing Alt. BM ? <.� �,� ) Aeration l �_� Bldg. Sewer r � , < Holding �,'° y_ St/Ht Inlet"' St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / -� -- r r� Dt Bottom IC, 2 3 83 Dosing , _ / L .) r _ Header /Man. 7 Aeration Dist. Pipe '-� ( �bf • L�j /" ✓mil G Holding _.a, Bot. System 7 A\ 4t � /fir dU Final Grade PUMP /SIPHON INFORMATION Manufacturer �/f d Demand St Cover H / Q��✓.� GPM Model Number ME` a7. �,' , TDH Lift — friction Loss System Head TDHa7.5 Ft l Forcemain Length r I Dia. r Dist. to Well A) OT _) i SOIL ABSORPTION SYSTEM BED/TRENCH Width f Length 4 No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR �-- Type Of System: ;' a £� L, t r I a •y 7 J/ Ft Model Number. DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake r i1 Pipe(s) t t Leng . �L Dia l Length Dip I Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only — < Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center %/ Bed/Trench Edges Topsoil Yes ; No - Yes [� No COMMENTS (Include code discrepencies, persons present, etc.) inspection #1: (� _/ / P ion #2:/ �L / Location: 330 310th Street Wilson, WI 54027 (NE 1/4 SE 1/4 15 T28N R15W) NA Lot 1 2isW l Parcel No: 15.28.15. 73 1.) Alt BM Description = ST. tiv.y TO he ►ASfr< /��.� / 2.) Bldg sewer length = l ' 1�5 a'e^ CDh E' ,rMc� d ✓i /o�Q I^ (t - amount of cover = n revision Required? Yes No /b I other side for additional informs it Date •6710 (R.3/97) Insepctoes Signature Cert No. IN Untitled LEGAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR02 REAL ESTATE TOWN OF CADY COMPUTER NUMBER 004 - 1035 -70 -200 Parcel Number 15.28.15.239B OWNER NAME: First JEFFREY & MICHELLE E Last RUDD PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 330 310TH ST SECTION 15 TOWN 28N RANGE 15W %4160 SE %40 NE Line Description Line Description TOTAL ACREAGE 25.000 PLAT CSM 17 -4486 004/03 LOT1 BLK O1 SEC 15 T28N R15W 40A NE SE 15 02 LOT 1 CSM 17 -4486 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Page 1 PLOT PLAN Page of �. Scale 1' = y0 ' iv LI iJ C o � I z6 0� i I 1 h 11 / 0 I � �- o }z a i ' N � Y � t I , i x I /Z 0 i CO l�IN�Z tL.�_p' E�L . 113 0. ZS' <j (� I� k 4 - -- a h4_Z - �- 104.3' o� �P OF 4:c{'`['fl1.�, 4 "�1�t A.• �voo� �Pa g i , i 0165 220254 O3_l� q CST Signature Date Telephone 1--To. CST No. Job NO. Safety and Buildings Division County �• n \ * is N 201 W. Washington Ave., P.O. Box 7162 eonsin Sanitary Permit Number (to be filled in b Co.) Department of Commerce (608j1= 1 �i Sanitary Permit Appl' 1 n frmfiaaft5m on��' _ � State Plan I.D. Numb Z Z 6, (o In accord with Comm 83.21, Wis. Adm. Code, personal you provides j j may be used for secondary purposes Privacy La , sl5.04(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Information _._ _.. , u Property Owner's Na me Parcel N Lot k Block N -�� rr +:, / l C L Z5 ,4 �o- Property Owner's M ailing Address /� Property Location AJ CLAU 6- '� ill �� ' /a, �� ' /a,Section City, , ^State �/ Zip Code Phone Number I.CJ ✓ S 'O k `� 1f /t/ 6 Z fp Q circle ) II. Type of Building (check all that apply) n� T Z U N; RE ort • %J or 2 Family Dwelling - Number of Bedrooms Subdivision Name M N ber ❑ Public /Commercial - Describe Use /7 ❑State Owned - Describe Use (6N to �a� Gv 7 / ~ ❑City_❑Villagewnship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable A ' )k New System ❑ Replacement System ❑ Treatment/ Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal Permit Revision Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner �G� 1 ` 9 % Z -- 0- IV. T ype of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground 1K Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) I Pesign Soil ` App }ication Rate(gpdsf) Dispersal Area Required (s Dispersal Area Proposed f) System Elevation of) Jj7'- �/)6 �o 26d G� .5 V .Tank Info Capacity in Total Number X a Prefa Site Steel Fiber Plastic Gallons Gallons of Units J / ; C �_/ � Concrete Constructed Glass New Existing r Tanks Tanks Septic T Holding Tank Aerobic Treatment Unit Dosing Chamber 7�— V VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plu er's Na the (Print �� Plu is Si gnature MP /Number Business Phone Number r6 6e(� ( 7 5-5', V - A P Plumber's Addre ss�t, �ity, � ,Z ip de) sw VIII. Count /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued ssuing Age re S mps) Surcharge Fee) 0 11 Owner Given Reason for Denial I )QbTi81'hlaiU"h� Vproval /Reasons for Disapproval - ? Septic tank, effluent filter and Z dispersal cell must all be serviced / maintai d s J� ( 310 3) aAt 4, as per management plan provided by plumber. n 2. All setback requirements must be maintaine ox as per applicable code / ordinances. �,� m c�( — Yka& Attach complete plans (to the County only) for the system not le tha� /2 xx / �es i�siz `�� SBD -6398 (R. 01/03) ' Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 \Visconstn www www.commerc .'wise . on s .wiscsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary October 13, 2003 CUST ID No.267341 ATTN.• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL P.,it. q3b5ll PLAN APPROVAL EXPIRES: 10/13/2G05 Identification Numbers Transaction ID No. 926266 SITE• Site ID No. 666052 Jeff & Michelle Rudd Please refer to both identification numbers, 310 Street above, in all correspondence with the agency. Town of Cady St Croix County NE1 /4, SE1 /4, S15, T28N, R15W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 923698 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01/01). • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. ARTHUR L WEGERER Page 2 10/13/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 r TITLE SHEET c of SEP FOUND SYSTEM sA� 23 lOp� FOR A LL BEDROOM RESIDENCE & to� This plan has been prepared in accordance with the Mound Co Manual SBD 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE 1/4 OF THE SE 1/4 OF SECTION \ S , T Z S N, R 1S W TOWN OF C ' ST`� LX COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR �kj;z�' . M1C E T�v01� 831 _ e� P L` 1'zjjp7t� woop ����� -�-1 � ►'�1 N S S A zS PREPARED BY W FEE CGEF<ER c-3 C3 I L_ .TEST S NG AND . ;3ES 2 Gr1 SERV CE P.O. Box 74 421 N.Main St. River Falls, HI 54022 N ptN�Na Phone 715 - 425 -0165 01 ��� Fax 715 - 425 -6864 :' t AATRI4 = WEGERER D915 P 6 ISWOR7w Wis. i Q ly l s IS,(J4 flF S A FET i�G L'J �a1t GS ` SEE �rC R - r G�� "NCB JO NO. Mound System Management Plan Page Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since. soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual - and local or state rules pertaining to system maintenance and maintenance reporting. Sikh No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County _Zoning - Office at i!—%izu 1. The- system installer at l$' — Z_ — IV AiQ-S The tank manufacturer at u' _ �y S 6 1--J1 e - S The effluent filter manufacturer at COQ - k!7L The pump manufacturer at L 4 L - - Z"— I Y-1t-i (:F1ZS PLOT PLAN Scale - Page of r. Z �j 1 SV V • i l/z ° /a N 1 Z6 ` of ' Zo ��ylA7C e. Lop. 1S' , LL i_rL. 100, D ON . 3/(4 � l A I _ _BM t+_ EL- N04 -3 ' ())%J `n P OF- 1 4, q ,'T frL(- y " 1 11. .- 4 v0op f_ek? ' c :[acs 3T NOTES: _. 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be lz 19.3013 gallon capacity manufactured by 4 Bench mark S PS130UF �. Divert surface water around system to prevent ponding at the uphill side. Page L) . Or Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand Topsoil _ H _ G - -,- F Elev. lO ID, 1 S 3 E p i of b y 1 / Z % Slope Distribution Cell of Force Main Plowed z" to 2k" Aggregate From Pump Layer D Ft. E Z•o'Z CROSS SECTION OF A MOUND SYSTEM F 0 Ft, G Z.S Ft. A Ft. H �, Ft. Linear Loading Rate= 5,0 GPD /LN FT B l0 O Ft Design Loading Rate =o' GPD /SQ FT I 1 Z Ft. J Ft. K 1 Ft. ®soon L iZZ Ft. Force.l w Z G Ft. J - Observation Pipe o A �/ _ _ — W------ _� -- - -- -- - - - - -- ----------------- - - - - Force Main — A , Distribution �-- Cell of 2" to 2k" Pipe aggregate Observation• Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of .o Place the holes at the bottom of the distribution pipes at'equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long rumor 45' hrdag to a point within six inches of the final grade. Terminate the ends of the Iatera?s with'a valve,: threaded cm or • threaded plums. Provide access from ftnal Bade for the valve; threaded ' or threaded plus. �t z cr, L L\ s 7 C. F\4 C t�VC Lateral )Nan= Id Later) x x z x/2 x/2 x x x x Lateral Length -� "veri Lngth = P Distributicn Une IT �a;•rrzt- — -o C i �R C 7`� frig P yq•.S Ft. Hole Diameter 1�� Inch S 3 Ft. Lateral Inches) X 1�- Inches Manifold 1 t Inches Force Main " Z Indies # of holes /pipe 11 . Invert Elevation of.Laterals Ft. - Combination Sept* Tank and Pd-MP CHAMBER CROSS SECTION AND SPECIFICATIONS' PAGE 6 OF NEWT CAP WEATHER PROOF JUUCTIOU BOX ti C.I. VEUT PIPE APPROVED LOCKIMG 1O' FROM DOOR, &WHOLE COVER AJIV :WINDOW OR FRESH - SH >NARNIIJG LA6EL., � PIPE AL_IUTAKE a oraDulr w /fl'�tzT1 s d�' Grp � � c , Ft IU IS - i � — — � I B MI1J. I8•Mltit. __________ IAILE T _ •• �b ("AIRTIGHT SEAL Approved ZM r-i,-Tft I II I Approved joint w/ _l� f joint w/ PVC pipe I I ALARM PVC pipe e �i II . I I I I ou - C f I PUMP --J OFF D - COMCBETE pLOCK t RISER EXIT PERMITTED OIJLti IF TAWX MA HAS SUCH APPROVA SEDOINr. • �BFDD I IV4 SEPTIC E SPECIFICATIOMS DOSE T AWKS MANUFACTURER ►JUMgER OF DOSES: S � PER DA.. w TAWK !dZE: vw l8Do GALLOkJS DOSE VOLUME r ALARM h4A/JUFACTU S ' , ' ZL �iMj 1 - 4 4 `TErl INCLUDIWG BACKFLOW: '��' �O GALtonls MODEL ►DUMBER: of HLAJ CAPACITIES: A. l $ UU- 3 - �1QZCU�1/ l OR �_ GALLOys SWITCH TyPC: 7 B= Z IWCHES OR S 4LLOIJ$ PUMP PIAIJUFACTURCR: G :-1 ��uC}{ES OR 1` ��' k ' &ALLOW$ MODEL 1JUMBER: I 1 0= _ �NGNES CR GALLOWS SWITCH TYPE: �Zy JJOTE: PUMP AM1� ARM ARE TO 6E - � MIIJIMUM DISCKARGE RATE Z FJg GPM INSTALLED ON 5EPARATE CIRCUITS VERTICAL DIFFEILE DETWEEU PUMP OFF AIJO..0I5TRIBUTIOW PIPE FEET + PSI&AIALIM NETWORK SUPPLY PRESSURE . ; , • , . �' S� FEET �S .0 yc 1. + FEET OF FORCE MAIM X F j • • ' Too FLFRICTIau FA S7 FEET TOTAL D!JUAMIL HEAD = Z?' 3 f LET As per .manufacturer _Z gal /in. Liquid depth � D UF7 ME Series 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 I i I 100 90 28 80 � 24 U) 70 $0 w F- M F �Op 2 0 LLI 60 Z Z w 50 M$>$ 16 = J J 0 40. ME$� a 12 0 F 30 20 4 z ,3 10 4 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE M"rV • 1101 Myers Parkway, Ashland, Ohio 44806-1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8/92 Printed in U.S.A. RECEIVED Wisconsin Department of Commer B SOIL EVALUATION REPORT Page 1 of 4vision of Safety and Buildings " ti' a co k �dA`ttt' • i a i Gom 85, Ws. Adm. Code County Attach complete site plan on pap r not& gsaWIR W0[41`inche in size. Plan must }� include, but not limited to: verticr. and hoS&ftl? f( point ( M), direction and Parcel I. percent slope, scale or dimensions, no arrow, an distance to nearest road. 130 O Please print all information. Re ewed by Date Personal information you provide may be used for secondary purposes (Privacy La" s. 1.' .04 (1) (m)). Property Owner 3 6 3 Property Location ET p lc ' �"�—� t� Ub � f o 1/4S E 1/4 S T N RI S E (o W Property Owner's M ailing Address Lot # Block # Subd. Nam or CSM# City State Zip Code Phone Number ❑ City ❑ Village own Nearest Road 3 Lvoo��3uZ.�( Y-) NJ 1 55 1ZS ( LS ) - S L5 New New Construction Use: Residential / Number of bedrooms �/ -- Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ 4S� L..ff-C( P j - � 1. _ Flood Plain elevation if applicable K3 n ft General comments Smarr and recommendations: Boring # ❑ Boring ❑ pit Ground surface elev. 9 F3 Q ft. Depth to limiting factor Z� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0 -10 & =v-v I \A,� 4� Z� 1 ? I Boring # ❑ Boring Pit Ground surface elev. l g 3 ft. Depth to limiting factor l in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 .3 `eft. Yf - L - 3 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature = CST Number Arthur L: Wegerer ® 220254 Address W e g e r e r Soil Testing & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 N. Main St, River r'alls, WI 54022 \S -C) 3 715 -425 -0165 -13 Property Owner �� V�� Parcel ID # Page Z of 3 Boring # ❑ Boring Pit Ground surface elev. _c -` ft. Depth to limiting factor 1 6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence 1 Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont..Color Gr. Sz. Sh. I *Eff#1 •Eff#2 a -1 1DY -RS Z °► -161 S� Sl1 z�i.sbk cs 1 .S ,� 3 J6 -3 2 -7.S `�YZ YIV �-' 1 - 1.5L1(L .5 L CsA)k y,� C 1,`, - • � - 6 y 2 -�-LZ. - 2 -S -jrzVly L 1 o yr� — . 3 , S F L Boring # Boring ❑ 1 0 pit Ground surface elev. h ft. Depth to limiting factor 1 in. Soil Application Rate Horizon _ Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. . Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a - 22� IM V- 3 s - \S IOKR vt3 s1� I a1�1-z tin' cS l , S . lS Z,7 S `9e S F-1 Boring # Boring G ❑ ❑ pit round surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ►-� 1'S I t LY-) h ` t L w 6-5s 1= s t UYV k' k ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6/00) PLOT PLAN Page of Scale 1' = 40 ' ( Z >t ; I i i � I ' E�m C#_Z L- 104.3' or 'n? dF 4 -LI '`i O-(- i I 715- 425 -0165 220254 O3_� CST Signature Date Telephone Ito. CST No. Job NO. Mar ju us uu ;jua Jef'f'rey ` Michelle Rudd bb1-b'1b -UUbb p.1 mAn. (0. im 3 :3irM taumx %,uNCURHilull fiv.71IV r. 1 VOL 17 ggA�O yts6 BI 6! ' m /�26f=M3 I la" �I Iip ■lP CERTIFIED SURVEY MAP NO. "$$ VOLUME 47 , PAGE 4866 I� LOCATED IN THE NORTHEAST 1/4 OF THE SOUTAST SECTION 15, TOWNSHIP 28 NORTH, RANGE 16 WEST. TOWN OF CADY ST. CROIX COUW". WISCONSIN pppR�v MAR 8 a Z - -- — - ]XQEND_ - GOVERNMENT CaRWtR (AS NO r a 01 �i. oe Opp y � X85 L-KEBAB Bur �wii vtMa PCR � Ir00Y 01ANFR: S� MWIN£TTE b! IQ ORArTED 8Y DONALD M. CLARK SCALE: 1 "-2o 0 E `eis��T CO 3 " n"svr r loon aw •er E i 147Y.06• .. I i � l i LOT 1 #I 1 l� � w -Q•w • s.. AA0 AM" 61CLUVOW -0-WW DON La kt MO PAON «. ; 1 1 t i' 1 +ss..rx 9 i DATCO � DAY OF 2 G _. soo � !iA r� ��CaAI1RR eel ww�1��,, r� �'OIIMO. 1 u0K 1'�t s�o��irasa :� 1 CLARK. R.LL 7580 04. 221 12:00 FAX 612 547 7580 RBC DAINRAUSCHER Z002 ST CROIX COUNTY - SEPTIC TANK -MAx�I+M- WAN C$ AND_..... OWNERSHIP CERT- MCATION POPO4 . I Owner/Buyer Mr. ;Left Rudd Mailing Address 8316 Enclave Road, Woodbury, MN 55125 Property Address 33 O (Verification required from Planning Departatent for new construction) City /State Parcel Identification Number _Co 4-- 10 3 5 - � o _ � 0 LEGAL DESCE PION - z3g3 Property Location NE ' /., 5E, .�eC_ .. T 28 rT -R 15 _.. W, 'I'o s± of Cady_.. Subdivision N .A. Lot # _ Certified Survey Map # — �l . Volume 1 - 1 . Page # ` y G Warranty Deed # - 11 S I ( Volume 2-1 7 . Page # Spec house 0 yes)U no Lot lines idenffiable U yes O no S'YSTE_ NANCE - haProPef rise a:id mai0eoaaceolf yon septic system could result m its prematmoe far�ute to b ai andlewastes. Yroperma teaaaoe consists of punping'bai flat tic 4 - every three yam of soot, if necdc4 by i licensed pumper.. What you put into the system can effect the functiea: of the septic lack as ;a IIsstmeni stage iii the waste disposal SYNtem The property owner apvw to aabmit to St. Croix Zoning Departments certification foam, dpod by the owner and by a mastwpkmbes, JwA tymmpl , mftitodplamber or a hocatedpumpa verifying that (1) the art.situ wastewateraposal system is is proper opeaft eonditiou sadlo r (2) altar mspmuon and pampmg (if neftuuy), the septic tank. less than 113 fail of sludge. l/w% the =Wdped have read tic above . r+equiremeats cod agree to maintsm &C sewage disposal system with the san4vis set forth, haeia, as sel by the pap utzc it of Commeroe and the Department of Natural Resources, State of Wisconsin. Certification sating that your septic systcrat as beenataitntumed must be completed and retuned to the St. Croix County Zoning Office within 30 - -&. -e-the. - — - - - - -- - -- - - - - - IGNA D TB O � TIO I (we) oer6fy that all statetnmb Ott this foma are true to On best of my (our) knowledge. I (we) am (are) the owuer(s) of P Cube of a warranty deed recorded in R of Deeds Ofka. SIG F D ATE « « «.•• Any Wfozatioa that is mis-rn mentedmay result in the sanitary permit being revolted by the Zoning Department.""" •� Include with this application: a stamped warmaty deed &M the Register of Deeds office a copy of the certified survey snap if reference is trade in the ww aty deed GENERAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR01 REAL ESTATE TOWN OF CADY COMPUTER NUMBER 004 - 1035 -70 -200 Parcel Number 15.28.15.2398 Claimed Date Re- certified 04/17/2001 Relate Number: OWNER NAME: First JEFFREY & MICHELLE E Last RUDD CO -OWNER Mailing Address 8316 ENCLAVE RD City WOODBURY State MN Zip 55125 - Type Vol Page Doc # Rec.Date Type Vol Page Doc # Rec.Date HISTORY WD 2187/ 504 715169 03/31/2003 882/304 07/23/1997 PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name- Type SD Apartment Post Office 330 310TH ST School District: 5586 - SPRING VALLEY Special District: (1) 100 - (2) - (3) - CHIP VALLEY VOTECH Plat Code: Last Changed on: 08/28/2003 Book Number: 1 SECTION 15 TOWN 28N RANGE 15W '/.160 SE 1 /440 NE Map Number: 00 - Sales Area: Parcel Control 0 TAXABLE Number of Units: ZONING: Permit Number: Type: Bank Numbers: Delete? F4 -Prev, F5 -Next, F6- Legal, F7- Value, F8- History, F10 -Exit, F12 -More LEGAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR02 REAL ESTATE TOWN OF CADY COMPUTER NUMBER 004 - 1035 -70 -200 Parcel Number 15.28.15.239B OWNER NAME: First JEFFREY & MICHELLE E Last RUDD PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 330 310TH ST SECTION 15 TOWN 28N RANGE 15W %160 SE 1 /440 NE Line Description Line Description TOTAL ACREAGE 25.000 PLAT CSM 17 -4486 004/03 LOT1 BLK 01 SEC 15 T28N R15W 40A NE SE 15 02 LOT 1 CSM 17 -4486 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit P 4 Safety and Buildings Divi on County V isconsin 201 W. Washington Ave., P. .Box 7162 ��-, � (� Madison, WI 53707 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 1 1/Z ?2 Sanitary Permit Applicatio Stat Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal informati you provide ° g 50 5 5 l � S � $i may be used for secondary purposes Privacy Law, s15. )(m) N:, ' , " ? Proj ct Address (if different t an mailing address) I. Application Information - Please Print All Information # 33o s, 10' -' Property Owner's Name Parcel # Lot # Block # A eR �C ee-� � 004- 10?, -10 ( N q. Property �Owner's Mails Address Property Location lO ` C \` A' N t y., S E '/., Section is City, State Zip Cod Phone Number W C)O C� ��� m S5 a6 6 S� S'7E- 9S6g (circle e) - II. Type oMuilding (ch al at apply) T 28 N; R is l or�W 1 or 2 Family Dwelling - Number of rooms o r y , (: I�Numb�er II ❑ Public /Commercial - Describe Use ;5b t . y` t (P q l ❑ State Owned - Describe Use s / 36tti✓� � 23 ❑City_ ❑Village7ownship of r III. Type of Permit: (Check only one box on a A. Complete line B if applicable) A New System ❑ Replacement S to Y ep ys ❑ Treatment/Holding Tank Replacement Only ED O r f t ng System g List P it er ❑ Permit Renewal ❑Permit Revision ❑ an ge of ❑Permit Transfer to New Is e Before Expiration Plum r Owner IV. Type of POWTS System: Check all hat appl -tau ❑ Non - Pressurized In- Ground ❑ MouIch i 24 in. of suitable soil Mound < 24 in. of suitable soil El At-Grade El Single Pass Sand Filter ❑ Constructed Wetland 11 Pressurized Ind El Holding Tank Peat Filter El Aerobic Treatment Unit 11 Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ ng Cham ber ❑ Drip Li ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Infor tion: Design Flow (gpd) Design o Soil pli tion Rate(gpdsf) Disper � � al Are a uired s oo (fj Di spersal Area Proposed (sf) I System Elevation VI. Tank Info Capacity in Total Number ufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existi Tanks Tanks Septic m4lo� fad 80 / b X Dosing Chamber � F'o o VII. Responsibility Statement - 1, the undersigned, assume responsibility for jastallafion of the POWTS shown on the attached plans. Plumber's Name (Print Plumber's SigniFur MP Business Phone Number j l) 4 4 7l5 Xqo5 - 46 3� Plumber's Address (Street, City, State, Zi ode) a8� l v VIII. Coun /De artment se )nl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued :ZA gen t Signature (No Stamps) Surcharge Fee) ❑ Owner Given Reason for Denial 32 s� IX. Conditions of Approval/Reasons for Disapproval 6-d PA,- VA641tCLqe� Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) SITE PLAN C{ 4 LEGEND Scale 1 "40' except where � �- indicated X -pits BM 1: 100.' top of phone ped BM2: 101_7'grade @ electric pole i System Elev. 102.42' on , /+ contour 100.5' _a'l6 ru n Y, No comm83 setback problems Part of 25A.C. ti M �.� �� My Cf.%vcf.•- O NORTH p ! t 4 , �t i C�.rn•2 � V c 1 �tifr� 3. S • .......... 14go,,. t �._ 1�I 2" .'` + ' PROJECT: PJ Builders yy� Page 8 of 9 1267 Wisconsin Department of Commerce SOIL 9%14 LUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Qrnm 85 Wis. 'r Qode Gustum Septic Service Attach complete site plan on paper not less than 8'/: x 11 inches n Plan ` �.- St. Croix include, but not limited to: vertical and horizontal reference poin direction and percent slope, scale or dimensions, p sions north arrow, and location a ance estjoa4 2 Ey�ar I.D. Qo -/p 3 5 7 Please print all information. L� Y Date Personal information you prove maybe used for secondary purposes (f��vaaJ�ew, s. 15.04 (f OFFICE 11.2 Property Owner , operty Locati Hubinette, Sten gvt`1L �� NE 1/4 SE 1/4 S 15 T 28 N R 15 W Property Owners dress .s`" ock # Su Mailing Adbd. Name or CSW 3079 County Road N n/a n/a N/A City State Zip Code Phone Number City Ij Village M Town Nearest Road Wilson WI 1 54027 715 - 772 -4711 Cady I Wilson Road New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement . Public or commercial - Describe: Parent material loess Flood plain elevation, if applicable _ n a General comments and recommendations: Recommend mound system along 100.8' contour. pA a,�- C,, 2y — s 1�dhc 7 A A t 5 Boring # j Boring Al Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz 1 0 -7 1 0yr3/2 none sil 2mcr mvfr as 2f,lm 0.5 0.8 2 7 -13 10yr5/3 none sil 2msbk mvfr cW if 0.5 0.8 3 13 -18 10yr4 /6 c2 -� 5 10/87/1 yr. A 2msbk mfr cW - 0.5 0.8 4 18 -24 7.5yr4/6 "' �d5yr5g /1 gr. sil lmsbk mfr - - 0.2 0.3 Boring # I Boring A Pit Ground Surface elm. 100.3 ft. Depth to limiting factor 15 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft 1 0 -9 10yr3 /2 none A 2mcr mvfr as 2f,lm 0.5 0.8 2 9 -15 10yr5/3 none sil 2msbk mvfr cw if 0.5 b 3 15 -18 10yr4/6 c2 -7 10/87/1 yr. sil 2msbk mfr cW - 0.5 0.8 m3d 10yr7/1 4 18 -24 7.5yr4/6 7.5yr5/8 gr. sil imsbk mfr - - 0.2 0.3 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 50 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < �0 mg/L CST Name (Please Print) Signature: CST Number Tom G ustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number New Aubum, W1 54757 8/2/00 715- 658 -1344 w Properly Owner Hubinette, Sten Parcel ID# ---------- - - -. -- Page -?_ -� F 3� Boring # 16 Boring , I Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Descriptim Texture Structure j Consistence 7&ndary Roots GPM * 1 `Eff#1 `Eff#2 1 0 -8 10yr3/2 none sit 1 2mcr mvfr as 2f` 0.5 0.8 -- - - - - -- -- - — -- — -- - — ---- - - a - 2 8 -13 10 r5/3 none stl 2msbk I mvfr I cw ! if 0.5 0.8 i C2-3d 10yr7 /1 - 3 13 -17 10yr4 /6 7 5yr5 /8 — gr. sit 2msbk mfr cw - 0.5 0.8 - m3d 10yr7 /1 _ 4 17 -24 7.5yr4/6 75/8 gr. sil lmsbk_ mfr - - 0.2 0.3 F�- Bonng # Bonin _� Pit Ground Surface elev. - - _- _ -.._- ft. Dr!yth to limiting factor in. Sal Application Rate Depth P Boundary Roots Horizon D th Dominant Color Redox Description Texture , Structure Consistence , ry R GPD11F I `Eff#1 `Eff#2 I I I I Boring # j Boring A Pit Ground Surface elev. ------ ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= *Eff#1 `Eff#2 I , -- - - - , - 1 , I , I ; Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an ahemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. s P Ran 3 a7'� - WJ NE SSA Ye-r- T�SN k ls-O Town OF coid s � Cr•oi K Co, _ PrcP6S � -C �B ✓sue -� T B M j = EL /too, d' 7TI° _ of - �� 0.4 FieJr% C. fd i-e— FT e- 4(r g;,. Ste. I /d vo - rvc� $` 00 .3` Q -Cenr Co4 e /�a9 ©3 o,t �- � S c O kA % lZ _ -n av - - - -- - -- -- r f �(j.� -- r- - I }- I I I J i I I I i I I i I T I I - -- , I kA 1 rQ - -- - O -- -- a 1 w / - -- - - P� I - Cy .I ,yam ST. CROIX COUNTY WISCONSIN �' �••�', '� _ '' ZONING DEPARTMENT M M ■ i r���r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386 -4680 Fax (715)386 -4686 From: 9 Pages: o� e42xp � °l �l g143 $ Date: 1 Re: �}- 07L—,44,� CC: ❑ Urgent M For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: cot d . ���- -• S 44u� - �-- Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code �r Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must County 1 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 1035 70 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all JnJ � R by Date Personal � onal inforn ma nation you provide y be used to p a tt\ we�t.lw,[+1s.04 ( (m)). 1, 03 pro Owner //�� (,� Pro Lion ' 7 1 (`tll�t Y1Q'� F!'. 3 2vt 1/4 SL 1/4 S (ST a� W R W © W Ownee Mailing Address Lot # Block # Subd. Name or CSM# 0 7 l Q C ST. CROIX COU TX— City State Zip Code IYdage awn Nearest Road (J' ISO, Wiz a a7 ( -� � ad /0 91 ig New Construction Use(D Residential/ Number of bedrooms Code derived design }low rate _ �J�� GPD Q Replacement © Public or commercial - Describe: RA _ Parent material Flood Plain elevation if applicable _ ��/4 } f General comments and recommendations: (� / d '�25� L'Or- ►I��LteQ 1+'` gr1:-S5y /-day Cie KQ- c ommCr C P� ✓� our i © p t Ground suftce elev. O 5. y5f fL Depth to *Tog bc1or Horizon Depth Dominant Redox Description od RIB pfion Texture Structure Consistence Boundary Roots GPDVfP 1 in. Munsell Qu. Sz. ConL color Gr. Sz. Sh. 'EJf#1 *Eff#2 p os-z +r•� n L I'm v ,� S / rh , �. a (a- I l foYR 4/3 L M Sbl: m ✓- - C- '(-,�, 3 1 !o`lR IS k) 6 6a 1. V m m r Z r 0 ® Bori # El Bong Pit Ground surface elev. - !� & Depth to limiting factor 10 in. Sod Ram Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/IP IM Munsell Qu. Sz. ConL Color Gr. Sz. Sh. 'FM 'Efr#2 y /3 P oriz;CN1 L M 1 S ) r I i 5 g w 3 10-! ogR ad GIs /R� /a - r5 aFt �Vo! � iha,( 4,r*, : � -e CV b,6e/ , q o 2n, ><e1 374 x Effluent #1 BOD > 30 : s 220 mg& and TSS >3o 150 mgt ' Effluent #2 = BOD 130 mg& and TSS 1 30 mg& CST Name (Please P(int) Signature CST Number Steven J. Schaefer. 787919 Address Date Evaluation Conducted Telephone Number N7815 County Road J Menomonie, W1 54751 (715) 556 -2479 ..,.,, 5555. ... ............. kJ Property Owner Parcel ID # —�j Boring � of Boring # �,,,J 0 Pit Ground surface etev. S yS it Depth to limiting factor � in. Horizon Depth Dominant Color Redox Description Texture Stricture Consistenoe Boundary Roots Soil A pplication GPDd1F Ram in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 m kr a , �s /6 - jq ro e -/9 K r c , ly d� /O /tI gad Rs /:t, Boring # ❑ Borin Pit Ground surface elev. ft Depth to limiting factor in. Horizon Soil Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAY in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E!f#2 Boring #ft9 © Pit mound surface elev. R Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Sod Rate. P Texture Structu in- Mansell Qu. Sz Cunt Color re Consistence Boundary Roots GPDAF Gr. Sz Sh. 'Etf#1 'Eff#2 Effluent #1 = BOD > 30 < 220 nx3/L and TSS >30 < 150 rnWL • EMuent #2 = BM, :5 30 m►gll and TSS < 30 mxyL The Department of Commerce is an equal opportunity service provider and employer. 1 f you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. sno- a�iot� tRO�ao� i' Q i • .y�✓ 410 Ebb ��' �'` � •� S I � Leq zr dfi , m 1 ) oeSt Q S o, % Ct 1,,,+i.b Aw j a CA i .A MP-- T w C So(- m� - Ail LNs >iao to o .• S Ss��So • � ��� � � M.+.. X6390 '� � � • w ST. CROIX COUNTY �. WISCONSIN ZONING OFFICE ST CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road ''••' - _,.._ y— — - Hudson, WI 54016 -7710 _ (715) 386 -4680 FAX (715) 386 -4684 January 28, 2003 Steven Schaefer, CST #787919 N7815 County Road ""J" Menomonie, WI 54751 Re: Soil Evaluation Report for Sten Hubinette, Cady Twp. Dear Mr. Schaefer: Pursuant to our telephone conversation on January 28th, the Zoning Dept. requires an on -site soil determination in conjunction with Leroy Jansky, POWTS Wastewater Specialist for the parcel listed below. NE1/4, SE1 /4 Sec. 15, T28N, R15W (Parcel #004-1035 -70 -000) 40 acre parcel south of County Rd. N on 310"' Street aka Wilson Road Two soil evaluation reports have been submitted to the zoning office for this parcel. Tom Gustum, CST# 227618, tested an area approximately 10 ft. west of 310"' St. (Wilson Road) at a point somewhere between County Rd. N and 30 Ave. (report dated 8/2/00). The three borings indicated mottles within 6 inches of the A horizon, with the test holes extending to a depth of 24 ". In this location, the 6" Rule may apply and a mound with 30 inches of sand fill might be feasible. As discussed in my previous letter (1/17/03), your findings at a site farther west on the parcel indicated redox features immediately below the A horizon in 2 test holes and at 4 inches below the A horizon in the third test hole. After reviewing both reports, Mr. Jansky agreed that an on -site investigation would be necessary in order to determine whether an A +O or A +4 condition exists and /or another location would provide more unsaturated soil at the infiltrative surface. Without conducting an on -site determination, no assurance can be given to either the owner or potential buyers that a mound system design will be approved by the state. Comm 85.60 (2) & (3) addresses situations where the CST has conclusive data that demonstrates redox features observed are a result of conditions other than periodic soil saturation. Since one of your borings ( #2) encountered ground water at 37 ", the effort to perform a soil saturation determination or interpretive determination would still require a department site visit to determine the accuracy of data submitted. The urgency of the pending sale not withstanding, this type of soil investigation must be done after the surface soils have thawed sufficiently to allow an accurate evaluation. Frost penetration, due to lack of Schaefer — Page 2 insulating snow cover, likely extends into the zones of saturation and would interfere with any attempt at a soil evaluation right now. If you have any questions regarding the above requested changes and /or additions to the soil reports, please feel free to contact me at the Zoning office number. Sincerely, Pamela Quinn Zoning Technician Encl. Tom Gustum Soil Evaluation Report Cc: Sten Hubinette, property owner Tom Gustum, Gustum Septic Service Leroy Jansky, POWTS Wastewater Specialist 7Z& — 25 q1 few file �► Wisconsin Department of Commerce SOIL EVALUATION REPORT page _ L _ of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper riot less than 812 x 11 inches in size. Plan must Count ero include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. (201 l _ 60D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. / S �7� Please print all evie by ate Personal inforenatbn tr' / you provide may be used for pro owner fail - 10 - 0 - Location r+ c � e n l 1 o ( e --V+e- t� 0 V ,, cote 1/ 1/4 S ;, T N R Q Property owners Mailing Address I S a 1 6 - E (a) cot Block # subd. Name or CSMN oSSr'b / 2 0 C R d 11✓ sT Oa� csr� Gty 1, tate Tip Coda �'= 7 Town Nearest Road l,J l o f, WT CIT) - `/7 e /o� New Constrtxtion Useffl Residential /Numb of Yeireen>: derived design flow rate _ ysd GPD © Replacement Public or oonw rciat - Describe: Parent material Flood Plain elevation if applicable /v fL General oommeMs 11 :�? aj e ,.'. f V % e w ,d�l we o y d S 64'-'r" and recommendations: � ©nC7i UG� !`n M-65 �-y t Re c Y ra i t1Q ¢ Gt r2c. s JAW - SIG b2r S t �f �oG ln� a � � ►moo ft /.E,•s �i p ►G�! � n � F I Boring # D Boris Pit Ground surface elavjfLq6 R Depth to tknfling factor — a' in Soo Application Rats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPnW in Munsell Qu. Sz Copt Color Gr. Sz Sh •8101 'Eff#2 silk c Z 75`I a�m silk m c 5 t 31 7 % 7D W 3 M silk frtTr -- -- ► S $' # ° Boring ® Pit Ground surface elev. 0 �' / Fa-1 ft Depth to uniting factor /O in. Horizon Depth Dominant Redox Sol Rate Description 7e�xltre Structure Consistence Bou n d ary Roots GPD,MP in. Munsell Qu. Sz Cont. Color Gr Sz Sh •EW1 •Etf#2 /6 R u L rnr L 5 ►�-t , S , 10 R 6/ �► R (o ,n M r G r 5 Ib- 7osYR s� - " 5 as K L - 3rA A I K Saar L b 2` i., l.cc�ri G Ou�� (.� de 0- Effluent #1 = BOD > 30 < 220 rrxyL and TSS >30 150 ng& • Effluent #2 = BOD < 30 mg& and TSS _< 30 ng& CST Name (Please Print) t • CST Number Steven J. Schaefer 787919 Address Date Evaluation Conducted Telephone Number N7815 County Road J Menomonie, WI 54751 � X715) 552479 ` Il L . �J R � Property Owner ewe, Parcel ID # Boring # — G Boring /� / Page Pit Ground surface R Depth to limiting factor `'7` in. Horizon Depth Dominant Color Redox Description Texture Structure Sal ication Rate in. Munsell Consistence Boundary Roots GPD/fF Qu A ` . Sz�Con(. Color Gr. Sz. Sh. 'EffAr� �ff#2 s _ L '"' L 3 iy-a Io R awl sbl< >, Boring # Bori Pit Ground surface elev. fL Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texhxe Soil ication Rate in. Munsell St ucture Consistence Boundary Roots Qu GPDiNIr . Sz_ Con(. Color Gr. Sz. Sh. 'Eff#t 'EIf#2 Boring # BorkV Pit Ground s urface elev. IL Depth to limiting factor in. `tonzon Depth Dominant Cola Redox Descripbon Texture Soil Rate in. Munsell Qu. Sz. Cont. Color Structure Consistence SOUMLMY Rods Gppylp Gr. Sz. Sh. *Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 220 rrxyL and TSS >30 < 150 mg& ' Emuer;l #2 = BOD < 30 ffV& and TSS < 30 mgfL "The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate formal, please contact the department at 60 8- 266 -3151 or TTY 608 -264 -8777, -,. 833OTM (RAT)00) y py o 4 g 4 �- ell �O� p �O SA o1 Oh A 9 • ate, I wo T. r spa. Z Apr 22 03 10:46a Jeffrey 6 Michelle Rudd 651 -576 -9866 p.2 ! 2187P 50y r� 7 1 5 1 6 9 STATE BAR OF WISCONSIN FOItM 2 • IIMS KATHLEEN H. WALSH , WARRANTY DEED REGIS':ER OF DEEDS Document N umber ST CROIX CO., WI This Decd, made between Ste David Hu binette and Ruth B. RECEIVED FOR RECORD Hubinctte, husb and and wife — J 03/31/2003 09:30A)i WARRANTY DEED Grantor, and J effrey - Rudd an Atichelle E. Rudd, husban and +vife as R£C FEE: 11.80 survivurs mar pro perty TRANS FEE: 242,90 COPY FEE: _ CC FEE: Grantee PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the follox'ing described real estate in SL Crots County, Srate of Wisconsin: — Recordmit Are, Name end Return Add, — Lot I of CSM No. Vol. S M Pa Jeffery and Michelle Rudd �� n � urve Survey Maps, gam' 8316 Enclave Road ' Located in the NE IA of S£ 114, Section 15, Township 28 North, Range 15 Woodbury, MN 55125 West, TOWN OF CADY, St. Croix County, Wisconsin. !— 004.1035 -70 pan of i -- Psrcel WcmiGcation Number (FIN) This is not homestead property. (D) (is not) Exceptions to warranties: easements, restrictions, and roadways of record. Dated this - 7 day of �(la. 2002 en David Hubinet a . Ruth B. ubinctte AUTHENTICATION ACKNOWLEDGytENT STATE OF WISCONSIN ) Signa�urc(s) ) ss. Personally came before me this 7 day of authemicwcd this day of r/1 . 2002 the Rb named Sten David IllibTi and Ruth _— husband and ife TITLE: MEMBER S ?ATE BAR OF WISCONSIN e n o be : , e foielirik (!f not, instrume authorized by § 70G.06, Wis. Stars.) ��� _ � • 1 y THIS INSTRUMENT WAS DRAFTEDBY Andrwe, Law Office o4 po I/ .� Louis Andrew Notary Pubbe, Siaicof Wisconsin (Signatures may be authenticated or acknowledged. Both are not My Commiss on is porn ent. (If not, state f>lptration date: ncccssuy.i �_�3— •Vannes of perxna slag,ng w any c2pxiry snnuld be IynW or �,nnled below than rognztures N'ARMA VTe aLeO STAre RAROf M't2eOM,l,v rORAt Na. 2 • Mill INFORM A710N PROFESSIO..— S COaIPAMY FOND OV LAC,*; 9"- W 2021 ,oa/z MAR�26. 20031 FAX $47 CEORR CORpORATI�N DAINRAUSCHER NU. 71 IU r, 0 04 CERTIFIED SURVEY MAP NO 4486 VOLUME 17 PAGE 4486 LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1//4 SECTION 15, TOWNSHIP 2E NORTH, RANCE 15 WESOPROVED TOWN OF CADY, ST. CROIX COUNTY. 1MISCONSII 9T Caolxcot� MAR t 6 2003 5U R YE XQR'-%—QEEMEl CATE II astrtll vow --m - u.Iyri Jr 4, DONALD M, CLARK VIISC ONSIIN REGI LAND SURVEYOR, HERESY CERTIFY; epplevM dote appmww emu d0 n<an *p- I'"" TNAY i HAVE SUR VETCO, 0IVOED AND MAPPED PART OF THE NORTHL'AST 1/4 OF THE QOUTNEA$7 1/A , SECTIO 15, TQVW45MI 28 N ORTH. RANGE IS WEST, TOWN or CADr, ST, OROI>K COUNTY, 14119CONsuN, MORE PARTICULARLY DESCRI19ED AS; COMMENCING AT THE EAST 1/4 CQRNCR OF SA SECTION ISO THENCE S,00'25'37'W: 460.56 FEET ALONG THE EAST LINE OF THE SOUTACAST I/a OE SAID SECTION 15 TO 71 POINT Or BEGINNING; THENCE 1,00'26'3 $30.66 FEET; THENCE &&It'59'44'W. 1306.9? FEF'r; 7HENGE N.00 830.60 FEET, THENCE N,p9'39'4A"E. 1J12,09 FEET TO THE POINT t7F DIMNNiNG. CONTAINING 1.086.995 SOUARE FEET (25.06 ACRES) MORC OR LESS, AND BEING SUBJECT TO EXISTING EASEMENTS. Tm4T I HAVE MAOE SVCH SURVEY, LAND DIVISION AND MAP AT THE DIRECTION Or NS PAT SO691A, ANDALE REALTY. 1231 NORTH BROAD WAT. MENOMQHIC, W, $4751. THAT THIS MAP IS A CORRECT REPRESENTATION Of T H E Ex* ERIOR 11110 Olr THE LAND SURVEYED AND THE SUBDIVISION TkEREOr MADE. TMAT I HAVE rULLV COMPLIED VIATI THE PROVISIONS Or CHAPTER 236.3. Or THC V49CONSO4 STATE STATVTES AND THE SUBDIVISION REGULATIONS OF THC TOIMN OF CADY ^140 THE COUNTY Or ST. CROIX IN SWRVEYINO, DIVIDINO AND MAPPING THE SAMC. OATC THIS � OAY OF ,, 2002 440 ee DONALD M. CLARK, R.L.S. 1580 • 4 91Z 0 1 , DONALO F � CLARKM i E!lOMONIE. wl Note; Each percol an %K;s a.dp if SulJ601 40 State Olin County iol.S. rtlei and egVtotlons (1_0_ "&*on4S. Mini.MUrn I04 Stte. Oaeees Is I6FC&I. 444.11, p4tors OureAetInp or developing shy poreel, contact the St Crdis County Zenl.t' 0ln44 per edviee. ee;a•R OOIISOItw7fON 60� w�gON AKNYY Safety and Buildings • 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 t/scons/n www. www.commerce o ns ov wiscnsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary March 24, 2003 CUST ID No.222839 ATTN: POWTS Inspector JACK A BOWMAN ZONING OFFICE BOWMAN PLUMBING, INC. ST CROIX COUNTY SPIA 2819 KNAPP ST 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 03/24/2005 Transaction ID No. 850455 SITE: Site ID No. 656811 PJSs Builders Please refer to both identificatio hers, 310TH St above, in all correspondence, nc . Town of Cady St Croix County NE1 /4, SEI /4, S15, T28N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 895813 The submittal described above has been reviewed for conformance w?apicable Wisc onsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in COMM chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. APPR The following conditions shall be met during construction or installation and prior to occupancy or use: DE RTMENT General Approval Requirements: SEE CORRE • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 1) • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • The changes made to this plan on 3/20/03 by this reviewer were acknowledged and approved by the system designer. ' JACK A BOWMAN Page 2 3/24/03 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 ' Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 11, Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state. wi. us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE C &PtA �Nk Project Name: P.J. Builders si4�t`� 1 9 %UU i Owners Name: Jeff Rudd s p� Owner's Address: 8316 Enclave Rd. Woodbury, MN 55125 Legal Description: NE,SE,15,28,15W Township: Cady County: St. Croix Subdivision Name: N.A. Lot Number: 1 Block Number: Parcel I.D. Number: Unknown at this time Plan Transaction No.: ias7 4►l/y Page 1 Index and title OV8D Page 2 Data entry 7, C NE'Rc6 Page 3 Mound drawings fir 1 L011yGg Page 4 Lateral and dose tank Page 5 System maintenance specifications l OND ENC Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site plan Page 9 Attachments -soil test to state's pla Designer: loretta/Jack A. Bowman License Number: MP 222839 Date: 03/17/03 Phone Number: (715)235-4634 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03101/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colifonn of <- 36 inches. 600.00 Design Flow (gpd) 3.50 Site Slope ( %) 100.50 Contour Line Elevation (ft) 13.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 93.001 Dispersal Cell Length Along Contour (ft) = 6.45 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the hig75" nt in the distribution Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3.23 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 3.60 Estimated Orifice Spacing (ft) = 11.54 ft /orifice 2.00 Forcemain Diameter (in) _ 141.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.59 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 23.00 Forcemain Drainback (gal) 11.58 Vertical Lift (ft) 83.95 5x Void Volume (gal) 2.41 Friction Loss (ft) 106.95 Minimum Dose Volume (gal) 18.53 Total Dynamic Head (ft) 28.00 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1280.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) We iser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.001 Dose Tank Capacity (gal) JZa Filter Manufacturer 20.60 Dose Tank Volume (gal /in) A100 Filter Model Number Weiser Manufacturer Project: P.J. Builders Page 2 of 9 Mound Plan View 1 .Q; J 1/10 B •' • . • . • . • • • • • • • . • •Observation Pipe 3 — 1 K .� •sA•. T A B � . • . I 0 L Mound Component Dimensions A 6.45 ft E [ ilft in H 1.00 ft K 11.46 ft B 93.00 ft F in z 11.51 ft L 115.93 ft D 23.00 in G J 8.71 ft W 26.67 ft 600.00 (ft Dispersal Cell Area 1 1670.53 (ft Basal Area Available 6.45 (gpd /ft) Linear Loading Rate 9.30 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.21 (ft) % 1 H F 102.92 ( ft) Lateral Invert 102.42 (ft) -� Dispersal . Cell Dispersal Cell D t Elevation E •. � • .t {� }.. 4 r X- ,1.A,. J. . 100.50 (ft) Contour Elevation 3.5 % Site Slope Geotextile Fabric Cover Shading Key m c - I — Dispersal Cell See lateral details on 0 _ c a 1.5 ft •_ • • °• ••r`" «_•° • # Page 4 for number, Topsoil Cap { {„ Subsoil Cap w c :�.( »�.� x a.:.R x x " "° size, and spacing of © [] ASTM C33 Sand Z A • F laterals. Laterals are 0.5 ft Typical Lateral : _ equally spaced from ® =, Tilled Layer c . • . , Aggregate o �° «'= i• °. the distribution cell's A A -- -* centerline in the distribution cell (AxB). Project: P.J. Builders Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension + = Turn-up WWI valve or clean out pl u g P All laterals are identical IE x�I Holes drilled on the bottom of the lateral 5 equaNg spaced Force main Connection Via tee or Cross to manifold at ang point. Laterals & Force main of PVC Sch 40 (per COMM Table 84.30-5) Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 1, ft Lateral Length (P) 91.50 ft Orifices per Lateral 26 Lateral Spacing (S) 3.23 ft Orifice Density 11.54 ff /orifice Lateral Flow Rate 14.00 gpm Manifold Length 3.23 ft System Flow Rate 28.00 gpm Manifold Diameter 2.00 in Total Dynamic Head 18.53 ft Forcemain Velocity 2.86 ft/sec Dose Tank Information wing cover with yarning label and locking device and sealed watertight Electrical as per NEC 300 and —� Comm 16.28 WAC 4 in. min. Disc«tnect _ Tank component is properly vented ? �— Alternate outlet location Forcemain diameter Weiser Manufacturer �_ 2 in. Ca i 800.00 Gallons Volume 20.60 galfinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 21 -�4 44$:$6 y04 .� C B 2.00 41.20 P ump off elevation (ft) C 6.05 't24:60 1.2 3.6 91.34 D 9.00 185.40 D Total 1 38.831 800.00 1 Dose tank elevation (ft) 3" Bedding un er tank. 90.59 Alarm Manuafacturer I S.J. Electro Alarm Model Number I S -J1 Pump Manufacturer JZoeller Pump Model Number 1137 Pump Must Deliver I 28.00 gpm at 18.53 ft TDH Project: P.J. Builders Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bowman Plumbing Inc. Phone EJ 5/235 -4634 POWTS Regulator's Name St. Croix Zonin Phone 715/386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1280 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl inspect for ponding and seepage once every 3 years Otherl initially filter checked yearly to determine cleaning routine Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • Z:i a......... Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: P.J. Builders Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWiS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet fl shall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the fitter is equipped with an alarm, the filer shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximu ► scum and sludge accurnutation in the tank The addition of biological or chemical additives to enhance septic tank performance is generaly not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary_ Mound and Pressure Distribution Sustain No trees or shrubs should be planted on the mound. Plantings may be made around the mound's peri meter, and the mound shall be seeded and mulched as necessary to prevent erasion and to provide some protection from frost penetration_ Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not emeed 220 mg1L SOD 150 mg1L TSS, and 30 mg1L FOG for septic tank effluent or 30 mg1L BOD 30 mg1L TSS, 10 mg1L FOG, and 10 cfu/100 mL for highly treated effluent Influent flow may not exceed maximum design flow specified in the permit for this ustallaticn. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if once clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Pording levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoing. Conrtinuencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. N the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept washwrdter or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Pages of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: P.J. Builders Page 6 of 9 " " AST IR ERIES* 1 " AST IRON SERIES Model BN53 BN /BE Models available packaged with a C— Standards Pictured ' piggyback variable level float switch. C available, ` �L • .3 H.P., 1 Ph., 115V or 230V. Non- Clogging vortex impeller design. TOTAL DYN PER MINUTE CAPACITY • Passes' /2 inch solids (sphere). EFFLUENT AND DEWATERING • 1'/2" NPT discharge. 53 -55 MODELS • Automatic reset thermal overload protection. Ft. Meters Gal. Ltrs. • Stainless steel screws. 5 1.52 43 163 • Cast iron switch case, motor and pump housing. 10 3.05 34 129 • Engineered, glass - filled impeller with metal insert (Model 53). 15 4.57 19 72 Glass -filled polypropylene base. (Model 53). Lock V a l ve: 19.25• • Model 57 all cast iron construction. ON897B • UL listed 3 -wire 15 ft. standard cord. Cast iron motor housing, pump (rousing and switch case. Glass-filled polypropylene impeller and base. it Oily Caradvan Standards • BN /BE Models available packaged with a avaiaD1 YL Model BN98 Pictured piggyback variable level float switch. TOTAL DYNAMIC HEAD /CAPACITY • '/2 H.P.,1 Ph., 115V or 230V. PER MINUTE • Non - Clogging vortex Impeller design. EFFLUENT AND DEWATERING • Passes Y2 inch solids (sphere). MODEL ga 60 CYCLE • 1'/ NPT discharge. (1'/2" X 2" PVC adapter Feet Meters Goilons Liters fitting included with BN and BE models.) s 1.5 72 273 • Automatic reset thermal overload protection. 10 3.1 61 . 231 • Stainless steel screws, guard, handle. 15 4.6 4Sr. A Watertight neoprene "❑" ring between motor and pump 20 6.1 2s housing. Lock verve: 23` • UL listed 3 -wire 15 ft. standard cord. 00997'8 " 137 " CAST I RON SERIES [7 '� • BN /BE Models available packaged with a piggyback variable level float switch. TOTAL DYNAMIC HEAD /CAPACITY ModeIBN137 • Durable cast Iron construction. PER MINUTE Pictured EFFLUENT AND DEWATERING • 1 & 3 Phase models available. (115, 200 -208 & 230V -1 Ph). MODELS 1 37 (200 -208, 230 & 460V - 3 Ph). Ft. Meters Go]. Ltrs. • Non - Clogging vortex impeller design. 5 1.5 93 352 -� • Passes 5/8" solids (sphere). 10 3.1 79 299 • 1'/2" NPT discharge. (1 %2" X 2" PVC adapter is 4.6 64 - 242. fitting included with BN and BE models.) 20� 61 360 136 • Automatic reset thermal overload protection. 25 j 7.6 8. � 30 -\ • Stainless steel screws, bolts, guard, handle. �} Lxk Volve: 26' UL listed 3 -wire 15 ft. standard cord. 0099218 NOTE: No UL listing for200- 208/1Ph. pumps. ii pp i mom ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ .. .: ■ ■■ ■■■■NOME■■■■■ _ MMMMMMM MMMMMMM MMMM 19 MMMMM Is 1 202, M �' \ ■11 ■I ■ \\ ■ ■ ■ ■N■ IM LIM IM �� ■ \`�111IL ■ ■ \\ \NOON■■ ■ ■ ■�� 11\ !� \ \ ■■ \ M IS ai ■ ■ ►M11� \ \ \MM ■ \ ■ ■■ ■ ■ ■ \II ■I ►M� \� ■ ■■ \■■ mom ®� ®m ®mom ®m ®mmom ®m ® ® ®m ©mom■ ®�mm�m ®mmm go 10 ®mmo� ®mm ®gym ®mmm ®omzm ®m momsm ME �C :aoom ®mM IM ME �■�m�m�.�mmm ®mmo�m ®om��m ® ®m =®mom�o�IMM 1 0 MM Mmia M10 MM ®�pO ®� ®�m�®lo MM ®10 MM = =m00® MM MMM0®��i�0® MM MMMMM Om �v SITE PLAN -f LEGEND -" / Scale 1 "40' except where indicated X-pits BM 1: 100.' top of phone ped BM2: 101 @ electric pole SysterCElev. 102.42' on contour 100.5' W-k-rL y00 mAQ No comm83 setback problems —7 Part of 25A.C. I� NORTH it SYS it `tc 1yl z ,a scj\ D o . co kol P"AA""— , yp PROJECT: PJ Builders N Page 8 of 9 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT 1 M N M ■ lose ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 5401 6-7710 Phone: (715)386-4680 Fax (715)386-4686 Fax � r To: - 5i� i� aT From: P" (J 1 .Aj N �f'-S Fax: - 7 1 S Z 3 S T 0 6 Pages: '?j Phone: Date: Re: �Jf3 �� —�T� !��c: Urgent aFor Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: ST. CROIX COUNTY .., WISCONSIN �` _ . _ •_ __. '� ZONING OFFICE N N N / / N ■ N • M over ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road �•• �,;.�.- Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4684 January 17, 2003 Steven Schaefer, CST #787919 N7815 County Road "J" Menomonie, WI 54751 Re: Soil Evaluation Reports for Sten Hubinette, Cady Twp. Dear Mr. Schaefer: Pursuant to our telephone conversation on January 16th, my review of the submitted soil reports for Mr. Hubinette indicated the need for additional data before the reports will be accepted by our department. The following items must be addressed: Site 1- 15.28.15.239 40 acre parcel south of County Rd N on 310 Street Two of the test pits ( #1 & #2) indicated redoximorphic features immediately below the A horizon, which is considered an "A +0" condition (Redox features or mottles are interpreted as zones of seasonal soil saturation). This is not acceptable for installation of a sewage disposal system and St. Croix County Sanitary Code 15.04(3)(a)3 states "Holding tanks are prohibited on new construction." (See enclosure) Wisconsin Admin. Code Comm 85.30(2)(b) requires that the highest elevation of seasonal saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A horizon. Because the profile description for Test pit #3 provides the minimum 4 inches below A horizon, further investigation may be worthwhile to find a mound site on this property. Per Comm 85.30(5) you are entitled to request a determination by either the zoning office or a wastewater specialist (Leroy) regarding the soil saturation conditions on Site #1. Site 2 —15.28.15.230 Lot 1 on proposed Certified Survey Map (CSM), north of County Rd N on 310 St 1. All three test pits have horizon profile descriptions that indicate depth to mottles at >36" from the ground surface in sandy textured soil. Wisconsin Admin. Code Comm 83.44(3) Table 3 requires a minimum depth of unsaturated soil for treatment purposes in sand at 36" below the treatment system. This would allow the option to install either an at -grade system or mound system based on the data provided. The contour elevations and tested area as shown on the site plan, will require careful planning for the system to be located along a selected contour and maintain adequate distance from the property line to comply with setbacks required in Comm 83.43 -1. 2. Depending on the reason mottles were observed in the fourth horizons, additional test pits to a depth 4 feet below the mottles may be worth considering to determine if an in- ground system is Schaefer — Page 2 possible on this site. According to the soil survey map, the area tested may be in Arland silt loams, which typically are underlain by weathered sandstone bedrock. The sands encountered may be mottled due to the more resistant material below, but it may not be evident until the backhoe can dig a couple feet deeper. The property owner should be made aware that the additional soil evaluations may only confirm the need for the previously recommended systems, but the information may also provide some flexibility in the size and orientation of whichever system can be installed. 3. The site plan for Lot 1 report was not accurately scaled based on dimensions of the CSM. It needs to reflect the 194' frontage and the relative location of the tested area to the proposed house. 4. The report form stated the number of bedrooms used to calculate design flow as 4; the site plan "proposed house" showed 3 BDR — this needs to be consistent to avoid confusion by potential system designers or installers. 5. The soil descriptions for horizon 4 are incorrect for sands — if you have single grain (sg) listed under Structure, use a 0 for structureless grade and use the modifier referring to size under Texture (as in "fl.", "med. ", "co." using the USDA system). Also, consistence of sands should describe whether moist or dry and if any particle adhesion or cohesion is observed. The Dept. of Commerce Soil & Site Evaluation Handbook and the Field Book for Describing and Sampling Soils Version 1.1, (available through WOWRA) are handy references that I use when checking correct nomenclature. If you have any questions regarding the above requested changes and /or additions to the soil reports, please feel free to contact me at the Zoning office number. Sincerel mela Quinn Zoning Technician Encl. St. Croix County Sanitary Ordinance 15.04 Cc: Sten Hubinette, property owner Leroy Jansky, POWTS Wastewater Specialist file Rea Pv C/ jxb0 4-0-t- 0 3S" `� `7 9 01999 Cloud Carrograplucs, Inc. St. X IIN 56301 S EE Pnw 4 0 TDaniel • vemon & • Bengtson n V •Joel Da O'Meara as ` Mueller Gary rzak gts o 80 Jhrke Lee &Pauline 81.7 83.9 p Daniel Norma Kath x 74.9 Schutts O'Neill Lacy R art Herman & Violet Mark & 140 j rah Trust Bo 22 `5 uberl 2 196.5 Kuesel Fam Tr Barbara Barbara �' 128 lhare • Mueller Mueller 100 56.6 114.7 Steven Hillstead yn Bernard 11z.1 B1vice & Ka �• P �` � 31.5 4 116.9 & Fie c� 80 • st+a�piro thryn ZRH Partnershi rroeschle 73.7 ald Timm 40.7 42.8 • 3 Mikkel & Jenise Sags Gary _ Fritz & Donna & Meb:tie DIX 65 • • K ckle 50 s� • Ebenezer 87.5° 5 29 • �lek• Becky • Gibson Peterson 32 O'Neill 32 • Oaks Inc a m 28S • 16 Gervais 51 40 R •-s Galen eD Loren & Terri Georg 73 Formost Paul Thom son - 233.2 Terry • g Shawna p �T Berkness & Lois • & Doris Rex iCr USA Callahan Scbutta etal 7 5 ooh Br • 80 Goss 645 Peterson Stockman Llo '�' �' Gil • James & 120 & J 76.2 107 Geraldine ell Deborah 160 Greenwav " Krueger 78.2 Joseph • • 40 Povolny • • 19 ■ 1 5G • Roger &Audrey . 120 lry J Hanruck 1, Brandt 80 Menter cebaea & 14'4 fiber • Johnson 379 Daniel & K m 110 etal 20 K wIu Jill 20.4 20.4 & Dl Ofstie William& Pegi Stephen M Louis &Jae t.9 131111 39.3 Ficken Sonmor 70 Kemad Zupandc Anderson 79.1 Jr etal 40 40 • 80 l G & Douglas old & r 4 K& 19.2 Clarence � Richard oris Ow & Dianne AM d'n' • I ° ° >� • Allen & & Lori & Linda 1 L237 Tara Owen Koenning h o _ 77.3 Kevin 403 Do-thy oek- • - • 6 40 • 40 Purzina etal • Y 40 • Morrison Soldiers ofd Robert & Bette h &L Timm Kai[ Allan Clarence k Joan • 114.6 au;st Brandvold 73.4 m . • u ' • 155.2 xo Nielsen arson $old & Ruth John & Patrida 969.1 400 • 119 School • Betty otles� 46.3 Wheeler 39'3 t u' Miller 572 2 10 H 8 138.6 • 40 FLetezer 37 2 N Douglas Fam James &Diann 118.5 & M�dred Kemer Richard & Darlene Richard & t� & gl a1 - Simon fi Faber Leasing Johnson ! lvason Speer Butler Vary e carotyn 40 11-11 E 3 l Co Lawrence Mike Swenson Audrey & �� er 80 • 73.6 • Wiegand &H arkwn Sp 80 • Thomas Bowe6 72, er 78 80 y 33.2 40 • 41.1 E HOmell 37.7 Kent • Lester • Tom 40 • alter Paul . & Bernice Gerald &Kathy & Arla C harles w 10 Stephen a 40 Jensen •Marvin & azgie Son & Sharon &Phoebe ton & s D 4 • Timm er Miller so orens .� Bowel �& p- sonmor 74'8 Faber a • • Gabriel ohn • Dean Tim Bowma» Delmar & Marlene 80 20 m & Theresa 118 & I Timm �gboe • Ati� Holldorf 70 120 220.7 77.5 Romo 78.4 8o • Cr r Roan • T&R Charles • Elbe ( Norm & Marleen &Elsie • 22 Witt & Barbara • 80 raid & Vickie • Eugene ' Truesdell m Lamb Roger & Glampe & Judith S0 S_ 30 80 lle Bonnie 74.7 Bauer 1 190 Lyle Brian & Gay 0 53.3 Gre Velta " Dennis & Barbara & Laura Christopherson Wang • Buchal • aloff 80 Glampe • Timm Ble • • 79.2 77.1 80 • • 90 _`• Ann rr Y wm& 3 Joyce • • 200.2 Tr a Q Deanne 80 Gerald & Vickie p 40 Jacobs Trust 138 Allan & a 4 " Bowell Glampe 75.4 Larson 80 (7 19.8 Ro •/ ,� Thomas Tamara Dean Stanley Norman & Delores Alan & Melody s&c . James & Joy G . Moldenhauer Faber 90 Timm Voelker 40 Marcott Barsness 20.1 Stringer Holerud 77.5 • 40 so 80 . Q t & Holly d • 37.9 Kenneth •� Eugene Y • Trust 98.3 wa • 128 & Cherrie � Duane xristop Paul & &Judith King hereon Dale 109.9 Ism Francis &Linda uJ Stewart Kathleen 80 200 35.6 4.2 Raasch 80 64.7 38.7 Schultz Wilman 62.6 Braaten Bauer Alan Rex Gordon Lee 3 Kin • Brahmer 75.5 Timm v 77.5 78.3 • Tt • eo 70.3 0 8 Acres Inc 33.3 • 40 40 • • 36.4 • �• • • 53 29 t 3 =J0 • • Howard • • Gilbert A • • ° �F Ca & •• 40 &Janet 74.5 Gregory Orville 7 a Voelker wky 228.9 !et h Brahmer Mar &Teresa & Velta J es h E etal 373 Dennis & lla rs.s Richardson Trealoff Trealoff 1 ants V F cis Catherine Richard ber �� Brahmer R = m ul 3 Weber Weber • �0 78 LE • S 110.8 100 6 76.8 146 39.5 Rode Robert & Roland 29.5 Barbara W &L M 10 PP & Rita • Dean Freiberg Michael Gory IeHreY Larson Timm 79.7 & Joanne 80 114.4 Dianne �.Va 29 39 SB Lee 50.5 &7Bon a Zimmerman c ram i ndson Bradley t• Acres 98 y & sa fie 87 r Stephen � 752 76 8 180 < so Sowatzke Kapping LLC 50 • rrn 1 Hugh fson40 Inc • • • • 1a 80 40 •